$$ Submit report in pdf format

$$ Be sure to be neat and explain your steps!!

$$ There are a total of $3$ deliverables for the project

o Deliverable $1$: Determine the wind loads on your assigned structure

o Deliverable $2$: Determine the reduced live loads at ground level and roof level

o Deliverable $3$: Utilize Risa $2$D OR SkyCiv software to create the shear and

moment diagrams for a floor beam

$$ Refer to $$Student Details for Project.pdf$$ for individual students building information.

Assumptions$/$Instructions:

$$ Assume $12$ ft height stores

$$ Use ASCE $7-16$ building code provided on blackboard.

$$ Assume a flat roof

$$ Assume the building is a plain, rectangular building $($no balconies, eaves, etc.$)$

$$ Assume a fully enclosed building

$$ Assume the floors consist of a $4-$inch thick concrete slab with reinforcement.

$$ Assumptions should be stated in presentation

$$ You can use pictures and$/$or images in your presentation. Be sure to cite them.

$$ Be sure to incorporate concepts that were learned and discussed in the course

Deliverables:

$1)$ Wind Loads

$$ Determine the wind loads on your structure using the ASCE $7-16$ building code provided

on blackboard.

$$ Analyze the windward, leeward, and side walls for ONE Direction of Only! $($You can

choose which side will be your windward side for analysis$)$

$$ Determine wind loads using the characteristics listed under your name in $$Student Details

for Project.pdf$$

$$ Reference$/$Specify the formulas$/$figures$/$table numbers you used from the ASCE $7-16$ in

your calculations.

$$ Calculations must be provided by hand. A wind load program is NOT Allowed!

$$ You are encouraged to use pictures$/$schematics to aid in your calculations.

$$ Draw $($sketch$)$ the building with the final wind load pressures included.

$$ Submit hand calculations of your wind loads and sketch.

$2)$ Reduced live load at Ground level and Roof level

$$ Determine the reduced live load supported by a typical interior column located at

ground level AND roof level for your building using the ASCE $7-16$ building code.

$$ Determine the reduced live load using the characteristics listed under your name in

$$Student Details for Project.pdf$$

$$ Assume flat$-$roof live loading is estimated to be $20$ lb$/$ft$2$

$.$

$$ Reference$/$Specify the formulas$/$figures$/$table numbers you used from the ASCE $7-16$ in

your calculations.

$$ You are encouraged to use pictures$/$schematics to aid in your calculations.

$$ Submit hand calculations of your reduced live load and sketch of your building and beam

with loads.

$3)$ Utilize Software $($Risa $2$D OR SkyCiv$)$ to create a shear and moment diagram for a beam

$$ Determine$/$Calculate the distributed dead and live load in lb$/$ft on a typical interior floor

beam using the characteristics provided for your building in the $$Student Details for

Project.pdf$$

$$ Assume the floors consist of a $4-$inch thick concrete slab with reinforcement.

$$ Determine the dead and live loads using the characteristics listed under your name in

$$Student Details for Project.pdf$$

$$ Using Risa $2$D OR SkyCiv software, determine the shear and moment diagram for a

typical interior beam with the distributed dead and live load in lb$/$ft you calculated.

$$ Submit the shear and moment diagram from the software.

o You can print the diagrams or use screen shots.

o Be sure to be neat with your work!!

Denver, CO

AMC Movie Theatre

Located on the outskirts within residencial area

$125$ ft x $100$ ft $-$dimensions of building

$3-$number of floor not including roof

$18$ ft $-2$nd Floor beam length

$6$ ft$-$ beam spacing

$18\mathrm{.}5$ ft$-$ column spacing in two perpendicular directions